Response Analysis of Second-Order Continuity Rectangular Plate Bending Element Resting on Elastic Foundation Using Modified Vlasov Model-Reference-Cited by-同舟云学术

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Response Analysis of Second-Order Continuity Rectangular Plate Bending Element Resting on Elastic Foundation Using Modified Vlasov Model

Published:2021-09-01 Issue: Volume: Page:
ISSN:1996-6814
Container-title:International Journal of Pavement Research and Technology
language:en
Short-container-title:Int. J. Pavement Res. Technol.

Author:

Dutta Ashis Kumar^ORCID,Bandyopadhyay Debasish,Mandal Jagat Jyoti

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s42947-021-00096-0.pdf

Reference23 articles.

1. Hetenyi, M. (1950). A general solution for the bending on an elastic foundation of arbitrary continuity. Journal of Applied Physics, 21, 55–58.

2. Filonenko-Borodich, M. M. (1940). Some approximate theories of elastic foundation. Uchenyie Zapiski Moskovkogo Gosudarstuennogo Universiteta Mekhanika, Moscow., 46, 3–18.

3. Pasternak, P.L. (1954). On a new method of analysis of an elastic foundation by means of two foundation constants. Gos. Izd. Lit. Po Stroit. Arkhitekture, Moscow.

4. Vlasov, V.Z., & Leont’ev, U.N. (1966). Beams, plates and shells on elastic foundations. Israel Program for Scientific Translation, p 357.

5. Selvaduari, A. (1979). Elastic analysis of soil-foundation interaction. Elsevier.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Using Higher-Order Finite Element Analysis, a Circular Raft on an Elastic Foundation;National Academy Science Letters;2023-08-17

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